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HomeMy WebLinkAboutCU1995-07II— U z U w d O m F- LEGEND DENOTES DRAINAGE DIRECTIONAL ' e FLOW rr DENOTES TRAFFIC DIRECTIONAL I ARROWS / ti ® DENOTES NUMBER OF PARKING STALLS —e —��— DENOTES EXISTING UTILITIES j/ e�`'•e a 5��j�� DENOTES PROPOSED UTILITIES oleo ° 1 Pn a %✓ /� // / // / // 651. TANQ „121 ? a' yyti �c OT NOT TO tIC&E / / / ®• / / j / a '' L 4R s 7 A v✓ / / ACRES VICINITY MAP ` •'� ,J /_ w1�• /" / / 32e $o. 9� 6p 7 , oo �I e cl, I V� .!� / 0\' / �� // ` � y / •t�,i,9"?3'Z2'(• 6� :I � � � � C'F�'L q7 sA � q \.� \ ' • NOTES • f \\ t 50' EASEMENT 6 R.O.W. 1. THE CURRENT ZONING 18 C -C COMMUNITY COMMERCIAL P I STR I CT. TO TEXAS POWER a LIGHT CO. ,r VOL. 3641, PG. 227 2. CONDITIONAL USE REQUEST FOR FOLLOWING I D.R.T.C.T. o) SECTION 25.C.12. - PLANNED COMMERCIAL CENTER( A PLANNED COMMERCIAL b� \\ \ CENTER AS DEMONSTRATED BY THE MASTER SITE PLAN. \ •F '4 \\ 'm\ b) SECTION 25.C.4. - SAI E ES I OF ALCOHOLIC BEVERAG V' \ ox POSSESSION. STORAGE, RETAIL SALE, AND ON- PREMISE CONSUMPTION OF so ALCHOHOLIC BEVERAGES (BEER, WINE 8 MIXED BEVERAGES) IN CONJUNCTION WITH THE OPERATION OF A RESTAURANT, THE ENTIRE SITE IS THE PREMISE. I e 3. PARKING AND DRIVE AREAS TO BE PAVED WITH MINIMUM 5' CONCRETE PAVEMENT. a 'o. a °� \ \\ �I 4. REFER TO BUILDING ELEVATIONS AND SIGN DETAILS ON FOLLOWING SHEETS. O iC_ 5. REFER TO LANDSCAPE PLAN FOR LANDSCAPE BUFFERS AND OTHER ONSITE • J� LANDSCAPE IMPROVEMENTS.,,, 6. PROVIDE SOIL EROS16N CONTROL IN ACCORDANCE WITH THE CITY OF GRAPEVINE Y SOIL EROSION AND SEDIMENTATION ORDINANCE (SECTION 47.E.Iib.181 rF'�� 7, CONCRETE VEHICLE STOPS WILL BE INSTALLED ALONG PERIMETER OF PARKING LOT. VEHICLE STOPPING DEVICES MAY BE SHARED BETWEEN PARKING SPACES. < Y \\ S. DISABLED PARKING TO BE DESIGNATED IN ACCORDANCE WITH CHA�+�`ER 23, SECTION 26 -64 THROUGH 23-69 OF THE CODE OF ORDINANCES.: -;.,., \ \ 9. TYPICAL PARKING SPACE 9'%IS', HANDICAPPED 22'%18' (DOUBLE HANDICAP SPACE WITH 4' WALK AISLE BETWEEN THE 9' HANDICAP SPACE(: a \ \\ \\ 10. LIMIT 30 FOOT WIDE LEASE TRACT TO Oft FOR EXPLORER P I PEL I k COMPANY Y. 11. LIMIT 100 FOOT WIDE LEASE TRACT TO DFW FOR T.U. ELECTRIC COMPANY. \ \\ \\ 12. THE SCREENING WALL MATERIAL SHALL BE CONCRETE MASONRY UNITS WITH. \ \• ` \ STUCCO. ALL REFUSE STI AREAS SHALL BE SCREENED IN ACCORDANCE s \ \ \\ \ WITH SECTION 50.8.3. (SECTION 47.E, I .b.2. ) / 'T.6RES.1.� 18• // rt, ;a,'• a.,a`R P ,, /gyp `l C \ -' .t'° 1 �. s4s R \ 1p FUTURE (78, IT. ) \ SCALE BLDG. \ �`�• ® �''' 1 — s LOT 5R r �.r. CK \ 0 50 100 150 200 / �" \ e•�� �`� \ 0.995 ACRES I W �. p"Q'n '\ \ / r I P4 (43 SO. F . C71 E TA�l9E' / W ESA. <� \ LOT 6 WF APE 0 6 o � \ a �9 N 9 cr m I Ln 1 a I' a I 1.181 ACRES SETBAac , ® 1.39 A \ `C A• p 75 00 L•306 62 CHr T BUTTONS 6 • 'c+ (51.423 SO. FT. I °A6 505 N 7p• :�I 60, \ O P • 1j b SIDEWALK 1� p aPJ� ti ,e? N H� ! - U�ES'MT. 9 \ g1' ppOP. B' S.B. �= Q' %CULVERT 111 11 F4 \, ^ FLF g R +j 3 Ss,F 3 9 ~ I ° ; �e q ,. '1 CONQETEP T A9 O.� \ � ago Iq 00E � � �' IS' BLDG. 8 � l.l' •� /ti�' \C\ / +" 11126 LANDSCAPE BUFFE q,• I / / \ � � 9 : • - L.IBI.ze ' SETBACK LOT IR 1.759 ACR �. (76, 6 0 S . F \ _ l0' 0 \ U TIL. CURRENT ZONING EBMT • Nr C -C COMMUNITY COMMERCIAL C0CR It In \ \ _ 4\ 2011t " \ \\ Zj`n w� \ DENOTES FUTURE " ETA, �' \ °\ DR I VEWAY LOCATIONS I 5' 5IDEWALK _ o Z,4. ` ° \r^ � TO BE DETERMINED LOT 2 � ° �Trn. p \ \ AS S I TES ARE DEVELOPED 7.039 ACRES PASLO S \ ' 9 \ l 306 , 639 SQ . FT . f N MEXW1 KITe� DENOTES FUTURE S 2.,,•se E �� a FUTURE DEVELOPMENT �Ti4T FUTURE DRIVEWAY LOCATIONS 9.00 3.527 ACRES Y 1.951 ACRES g o} / ! /+ N _— (85,000 SQ. FT, I h DEVELOPMENT TO BE DETERMINED ti0 4T, A5 0°' \ (153,639 SQ . FT. I BL�\il� 2 z l .— _ h 1, 561 ACRES AS SITES ARE oS' �.5° s \••., \ a (68.000 SO, FT. I DEVELOPED CURRENT ZONING INTERNAL ACCESS TO EACH - N � C -C COMMUNITY COMMERCIAL o� m � r• ; 7 v \r"1 \ e` FUTURE LOT WILL BE PROVIDED 8 - s� ( I CURRENT ZONING t �� TO CROSSROADS DRIVE — _ C -C COMMUNITY COMMERCIAL 18 / \ S 99 \ \�` 10 UT7g EPG. $ � \ \ ` \ VOL. rort1, Pa, eIS g y' SS [ sirs, R,T C. _ � ` ra 3/�\\ , I 15' LANDSCAPE BUFFER r if 25' 0.00, SETBACK - - W V y` b ... ' U.E. ° A �- - .._-•- ._ e• —se 4� J7 e' MIL �. --.-_ ' D (2.02 52' R • 5904 BS L • 1241 .57 CH • 8 63.14 51 " 12� 39 29 tooll ,� - ---- toot , 04 toot ` MAX 11-6* mw I toto �5 �\ wu` PLAN O Denny's Restaurant CASE #• MASTER CONCEPT PLAN EXHIBIT CU95 -07 PROJECT DATA LOT /BLOCK LAND AREA (SQ. FT.) TOTAL BUILDING AREA (SO. FT.) OCCUPANCY PARKING REQUIRED PARKING PROVIDED BUILDING COVERAGE LANDSCAPE AREA (50. FT.) LOT I, BLOCK 1 60,719 7,136 RESTAURANT (OUTBACK STEAKHOUSE) 91 SPACES 91 SPACES 11.7X, 12,522 LOT 2R, BLOCK 1 78,000 5,700 RESTAURANT (T.G.I.FRIDAY'S) 102 SPACES 140 SPACES 7.3X, 15,412 LOT 3R, BLOCK 1 70,000 5,936 RESTAURANT (CALIFORNIA PIZZA) 97 SPACES 100 SPACES S.5Y. 196210 LOT 4R, BLOCK 1 32,328 2,925 RESTAURANT (BOSTON CHICKEN) 40 SPACES 48 SPACES 9.07( S,4S7 LOT 5R, BLOCK 1 43,343 4,927 RESTAURANT (DENNY'S) 60 SPACES 62 SPACES 11,4X. 4,699 LOT 6 , BLOCK 1 51,423 • N/A OPEN SPACE N/A • N/A OPEN SPACE OPEN SPACE LOT 2, BLOCK 2 PHASE I 85,000 10,229 RESTAURANT (DON PABLO'S) 161 SPACES 163 SPACES 12.OX 15,935 LOT 2, BLOCK 2 REMAINDER 221,639 *N/A OPEN SPACE *N/A •N /A OPEN SPACE OPEN SPACE LOT IR, BLOCK 2 76,600 7,485 RESTAURANT (RED ROBIN) 120 SPACES 121 SPACES 9.0% 91199 **GRAND TOTAL 719,052 44,338 N/A 671 SPACES 725 SPACES 6.2Y. 85,466 LOCATI N: Lots 5R & 6, CrossRoads of LOT 6R & 69 BLOCS 1 DFW THE CrossRoads OF DFW - — � - PLANNED CO31MERCIAL CENTER. _ r- MAYOR — ' —" DENNY'S RESTAURANT DATE: — — I _ CASE NO. CU96r0% PLAN ING AND ZONING COMMISSION CASE No. 5�9s -07 S TAT E HIGH WAY N o . 121 e AMMAN- - WNER / DEVELOPER I P`02"RED BY: DATE. JAMES F. MASON, TRUSTEE WA, WIER & ASSOCIATES, INCe I 9 THESE LOTS ARE CURRENTLY OPEN AREAS TO BE DEVELOPED IN THE FU f8]'1EET 1 —OF 9`_ —" EGIONAL AIRPORT JOINT VENTURE ENGINEERS SURVEYORS LARD PLANNERS SPECIFIC TOTDATEI.L AT TIME OF CHANGE AS DEVELOPMENT S 0f#1'PROVAL DOES NOT AUTHORIZE ANY DALLAS. TEXAS 752 4 39M saint FREVAY FM MMM. TEW 161 0 (81 (El 11-0>� I (726 -0212 18 DEVELOPED IN THE FUTURE. WORK IN CONFLICT WITH ANY CODES (214) 522-6070 ORORDLNAUUB, _ _ VOLUME 5394, PG. 811 SHEET '14)? q I DEPT, OF DEVELOPMENT SERVICES D.R.T.C.T, DAT 9 5 1 0-27 9B C&9,5 -o / r I r 1. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE 1 TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CON. TRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES, 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SETFORTH THEREIN ARE A PART OF THE REOUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS ETC... 3. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDER- GROUND TANKS, PIPES, VALVES ETC. 4, SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95: OF MODIFIED PROCTOR MAXIMUM DENSITY PER A.S.T.M. TEST 0-898. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, REGISTERED WITHIN THE STATE WHERE THE WORK IS PERFORMED,VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMP. ACTED IN ACCORDANCE WITH THESE PLANS AND SPECS AND THE RECOMMEND- ATIONS SET FORTH IN THE SOILS REPORT. S. THE A.L.T.A. SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 6. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THES PLAN ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES EXIST PRIOR TO PROCEED- ING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 8. WATER SERVICE MATERIALS SHALL BE COPPER TYPE "K". DIAMETER SHALL BE AS NOTED ON THESE PLANS AND SHALL BE INSTALLED WITH 24' MINIMUM COVER OR BELOW FROSTLINE WHICH EVER IS GREATER. CONTRACTORS PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTANCES REOUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE. CONSTRUCTION NOTES Oi CONSTRUCT 5' 3600 PSI CONCRETE WITH 1% TO 5% AIR ENTRAINMENT CONFORMING TO TEXAS DOT ITEM 354 ON A COMPACTED SUBGRADE (MIN B" THICK COMPACTED) TO MINIMUM 95: STANDARD PROCTOR DENSITYI IN ALL PAVEMENT AREAS EXCEPT IN DRIVE THRU WHICH SHALL CONFORM TO SAME SPECIFICATIONS AND HAVE A THICKNESS OF 6'. REINFORCE WITH E4 BARS SPACED AT 16'0.C.E.W. CONTINUE REINFORCEMENT THROUGH ALL CONTRACTION AND CONSTRUCTION JOINTS. PLACE CONTRACTION OR CONSTRUCTION JOINTS AT 15' MAXIMUM EACH WAY. CONSTRUCT EXPANSION JOINTS WITH DOWELS ONLY AT THE TWO DRIVEWAY ENTRANCES; SUCH EXPANSION JOINTS SHALL HAVE SMOOTH DOWEL BARS FOR LOAD TRANSFER, EB x 24' LONG SPACED AT 16" O.C. USE PREFORMED EXPANSION JOINTS MATERIAL AGAINST BUILDING. USE 7" THICK CONCRETE PAVEMENT AT DUMPSTER PAD AS SHOWN O2 CONSTRUCT 5' P.C.G. CURB PER DETAIL SHT. AIC. 3 CONSTRUCT 6" P.C.C. CURB & GUTTER PER DETAIL SHT. AIC. 4 CONSTRUCT P.C.C. SWALE PER DETAIL SHT. AIC. 5 CONSTRUCT P.C.C. CURB EDGE SIDEWALK PER DETAIL SHT. AIC. 5 CONSTRUCT P.C.C. SIDEWALK PER DETAIL SHT. AIC. 6 CONSTRUCT P.C.C. RAMP - MAX SLOPE 1:12, PER DETAIL SHT. AIC. 7 CONSTRUCT P.C.C. DEPRESSED RAMP PER DETAIL SHT. AIC. O CONSTRUCT 6" THK. P.C.C. PAD W/ 6 "XB "- E70 /IO W.W.M. (CONST. JTS. 12' -0" O.C.) OVER CRUSHED AGG. OR GRAVEL BASE. 9 CONST. SINGLE,DOUSLE TRASH ENCLO. ON 6' P.C.C. PAD PER DETAIL SHT. AIC. 10 108 S.F. DENNY'S POLE SIGN (20' HIGH) & FOUNDATION BY SIGN SUPPLIER. 11 288 S.F. DENNY'S POLE SIGN (40' HIGHI & FOUNDATION BY SIGN SUPPLIER. 12 DOUBLE FACED ILLUMINATED DIRECTIONAL SIGN (SIGN FACE AS NOTED) BY SIGN SUPPLIER. FOUNDATION BY G.C. - PER FDH. DETAIL SHT. AIC. 13 INSTALL 400 WATT METAL HALIDE YARD LIGHT PER DETAIL SHT. AIC. 14 INSTALL GUARD POST PER DETAIL 02. 15 INSTALL 6' -0' LONG P.C.C. WHEELSTOPS PER DETAIL SHT. AIC. 16 PAINT 24" HIGH LETTERS - WHITE. 17 PAINT TRAFFIC ARROWS -WHITE PER DETAIL SHT. AIC. 18 PAINT HANDICAP SYMBOL -WHITE ON BLUE BACKGROUND. 19 PAINT 4' WIDE SOLID STRIPE - WHITE. 20 LANDSCAPE AREA. SEE SHT. L1. 21 INSTALL DENNY'S FURNISHED CONCRETE TRASH RECEPTACLE. 22 INSTALL 1000 GAL. GREASE TRAP PER DETAIL SHT. AIC. 23 CONSTRUCT CURB NOSE PER DETAIL SHT. AIC. 24 25 CONSTRUCT TYPICAL CATCH BASIN PER DETAIL SHT. AIC. ze 27 1" P.V.C. "WEEP HOLE- FROM PLANTER THROUGH CURB J1 HANDICAP POLE SIGN BY SIGN SUPPLIER, FOUNDATION BY G.C.__ LEGEND DIRECTIONAL — - - PROPERTY LINE — -61 Ss- - EXISTING 6' SANITARY SEWER LINE - -61W- - EXISTING 8" WATER MAIN - - 12'50- - EXISTING 12' STORM SEWER - -2-G- - EXISTING 2" GAS MAIN - 7e-- -ON E- EXISTING POWER POLE= & O.H. ELECTRIC LINES L EXISTING GUY WIRE & ANCHOR D EXISTING CONTOUR & ELEVATION —801 PROPOSED FINISH GRADE CONTOUR & ELEVATION —6'SS— PROPOSED 6' SANITARY SEWER LINE — 11/2'W— PROPOSED 1 1'2" WATER LINE z'G— PROPOSED 2" GAS LINE —UG E— PROPOSED UNDERGROUND ELECTRIC SERVICE G INO. & SIZE OF CONDUITS NOT DEFINED) 2'T— PROPOSED 2" CONDUIT FOR TELEPHONE SERVICE 12'SD -- PROPOSED 12" STORM DRAIN LINE O PROPOSED DIRECTION OF DRAINAGE FLOW ARROW * *N4X EXISTING ELEVATION R 1 XXXXX xxxxx PROP. TOP OF CURB & FINISHED GRADE ELEV. __0 PROPOSED 400 WATT METAL HALIDE YARD LIGHT PROPOSED DRAINAGE SWALE VICINITY MAP ♦ (♦ Denny L) ,I ARP._ (5 r ✓ !0 5 F POLE SIGN ELEVATIONS 5, accC c cC SEC ON E C - FE:=,._. -- ONE CE ° = RN NG5 5 1111. ✓ R' < - E5 -- C 'v NCMIN CS IN -E S--- C= NC" L C N 5 \: .= CEN -ER CEN CR ° ' C NS Cm N._ N1_ / 5....__ ,., '•+ 1O.D.N NG 6 ,.F =•:CE3 E �-EF IRK C¢ GAR<.CN °°C / C = rr•, -RAS- S• °-- 1N Cc T. E <NG 5,.R =--C_ R =20 WILLIAM D. TATE AVENUE 1/ I y-- - - -- N35D2 00 E I ) -- -- ID UTiLI EASEMENT 17 , i t zo :5 �ANDSG— ^PEE:UFFER i'30 y7E 11,: SETBACK - -- cam) , I _ l 11 :5 TJAL ACCESS EASE) ENT I °'oo- X11 1 F 1 + l 13 i __ - -- If1 I R ; Pi G. 4' 15 23 z e.. •i l b• "4 PLAN OF: Denny's Restaumm CASE #: CU95 -07 LOCATION: Lots 5R & 6. Block 1 CrossRoads of DFW ' MAYOR "S CRETAR DATE: PLANNING AND ZONING COMMISSION c CHAIRMAN DATE: SHEET 2 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES fI I I 31'_I F o BOSTON CHICKEN RESTAURANT R_4r. 0 LOT 4111 DIRECTIONAL SIGN SCHEDULE Q A ENTER J DRIVE•THRU ONLY B EXIT K THANK YOU C ENTER = L WELCOME D EXIT — M RIGHT TURN ONLY E EXIT ONLY N LEFT TURN ONLY F EXIT ONLY —= 0 BLANK G DO NOT ENTER P DRIVE THRU - PASSENGER PICKUP H DRIVE -THRU O DRIVE THRU - DRIVER PICKUP I DRIVE -THRU R 1 VICINITY MAP ♦ (♦ Denny L) ,I ARP._ (5 r ✓ !0 5 F POLE SIGN ELEVATIONS 5, accC c cC SEC ON E C - FE:=,._. -- ONE CE ° = RN NG5 5 1111. ✓ R' < - E5 -- C 'v NCMIN CS IN -E S--- C= NC" L C N 5 \: .= CEN -ER CEN CR ° ' C NS Cm N._ N1_ / 5....__ ,., '•+ 1O.D.N NG 6 ,.F =•:CE3 E �-EF IRK C¢ GAR<.CN °°C / C = rr•, -RAS- S• °-- 1N Cc T. E <NG 5,.R =--C_ R =20 WILLIAM D. TATE AVENUE 1/ I y-- - - -- N35D2 00 E I ) -- -- ID UTiLI EASEMENT 17 , i t zo :5 �ANDSG— ^PEE:UFFER i'30 y7E 11,: SETBACK - -- cam) , I _ l 11 :5 TJAL ACCESS EASE) ENT I °'oo- X11 1 F 1 + l 13 i __ - -- If1 I R ; Pi G. 4' 15 23 z e.. •i l b• "4 PLAN OF: Denny's Restaumm CASE #: CU95 -07 LOCATION: Lots 5R & 6. Block 1 CrossRoads of DFW ' MAYOR "S CRETAR DATE: PLANNING AND ZONING COMMISSION c CHAIRMAN DATE: SHEET 2 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES fI I I 31'_I F o BOSTON CHICKEN RESTAURANT R_4r. 0 LOT 4111 8H. 114 CALIF. PIZZA TG.I. FRIDAYS RESTAURANT RESTAURANT m •I-- - - - - -- E508TON CHICKEN W RIESSTTAAU�RANT g EAp g ED III Oi Z < LLI Z < 0 N �P J LOT 6, BLOCK 1 j u Q 00 z A - - - -- CROSSROADS OF DFW II'. I 3 e�aDa oR I' I _ ^ 1 NORTH VICINITY MAP ♦ (♦ Denny L) ,I ARP._ (5 r ✓ !0 5 F POLE SIGN ELEVATIONS 5, accC c cC SEC ON E C - FE:=,._. -- ONE CE ° = RN NG5 5 1111. ✓ R' < - E5 -- C 'v NCMIN CS IN -E S--- C= NC" L C N 5 \: .= CEN -ER CEN CR ° ' C NS Cm N._ N1_ / 5....__ ,., '•+ 1O.D.N NG 6 ,.F =•:CE3 E �-EF IRK C¢ GAR<.CN °°C / C = rr•, -RAS- S• °-- 1N Cc T. E <NG 5,.R =--C_ R =20 WILLIAM D. TATE AVENUE 1/ I y-- - - -- N35D2 00 E I ) -- -- ID UTiLI EASEMENT 17 , i t zo :5 �ANDSG— ^PEE:UFFER i'30 y7E 11,: SETBACK - -- cam) , I _ l 11 :5 TJAL ACCESS EASE) ENT I °'oo- X11 1 F 1 + l 13 i __ - -- If1 I R ; Pi G. 4' 15 23 z e.. •i l b• "4 PLAN OF: Denny's Restaumm CASE #: CU95 -07 LOCATION: Lots 5R & 6. Block 1 CrossRoads of DFW ' MAYOR "S CRETAR DATE: PLANNING AND ZONING COMMISSION c CHAIRMAN DATE: SHEET 2 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES fI I I 31'_I F o BOSTON CHICKEN RESTAURANT R_4r. 0 LOT 4111 5CALE : !' = 20' C2 -13 -;995 I I - - -- - --- - -— - -- 17 28 1' J __- - -- I 3 ©B I O7 I jy- Ii -✓ 1 � = ..J r' i I I (D . 6 wy 0 -- -- ___ 514 0 NB u T 1� _EG4_ CESCR'' ° -'.ON : CI" C= GRADE' ^E eLCC< ' _ °SRK VG 6C REGD. 65 P¢OVIDED ;9 I��I (y� I a U - w'ILD'NG CODE 9' -5C I u(}''° 1221 W 2,• r-• .'- .5= •"IE'NT PRC °ER -Y ZONE CC"""- j 1� L I IN{j ��U� _ANDS °'Nr . R_A GF 5TE E3.G- 18 1G i� iD" -. - G - ✓ - -x -PEP 0.:5 ARE.• IE­FG. • °AV,nG 33533 5F. ,e =. OF BITE. 18' -C' SI1 T-- r �f—= — - - -� -0 D00 "� 143.41' r I w I 51'. E 1RE� -- �- N32 56 -LuLD\ � 1 - rGEG ll) C)�� CCVERIGE 135D2°'C0'E 0.81 15 . Ill / o•_ ;� r O/ 19 '/ -' r 0� �S32D00'b6 "W 33.73' m pj .- _ ' A z 13 1 15 I� I r �� r� :/ i(� ( tiGJ 0 —� _ f„ ( 10. TILITY IEA5EMEN _ I �e0 W ,�!K`_ E, . v '-� /=`"ENT , / cb� RECEIVED ED Sft '0 p , iD I_P,NNING GH= S58D1256'UJ 4 9' '�• ti!' / NELU' -1' UJI GONG!?E I E 5 *�1��UU..Z` / �` �`. R.4'D'DG TO BE GON5"2uC"ED B`" DEN'N"'S CL.N 4 rc t7 �`. d -RENO•+ CN, 'I-b JOE 5'E NC..UG'.G C°EN E ✓CA 1471CNS '.1,-•O5E '^EN5 ON CAUSE T-E- -C BE CONS D'=RED - ENO«•E. B` C5H1 REG4RG: -E55 OF „_EVER =CR TuE INS'1 _I ^'-IC. OF uT'..1- EE. =C VD•'+- -IONS OR AN` OTHER S -E E_c E': .5 EO�1� .. C'R GRE••-ER -.-AN S.CC N DE °Ty -"EN -NE �CNTR C ''R 5•+u" �r. ==E =ORP." AN` TRENC -Nrl CN'«•15 SITE ��. .E WA5 -NE E 4 ED °SANS AND 5PECIr CAT "N5 FCR TRENC 5AFET1 v E` 5'= ON =GOING O 05.A REOUIREMENT5 5UC-• PLANS AND SP CIFlCA7 01 5--.L_ E= cR!5-4RED B- 4 REG157E!kED PROFESSIONAL ENGINEER EMPLOYED BY OR CCN'RAG EG B`" TuE CONTRACTOR AND 5.J4L„ BE CONSIDERED A PAR- OF TINE CCN-R C R'5 —EANS AND ME -SODS OP CON5T9IJG'ICN. THE PROJECT ARCHITECT AND RCJ= -- ENGINEER 455VI"E NO RE5PONeIBILITt =CR THE CONTRAC-CR'5 ,_E" 5 "NEI "= -•-GDS CF - TICS PPOJECT '5 C'=ERED FOR B HE B G 5 ...497 SONTA N A SEPARATE UN17 PRICE PAT 17E- FOR TRENCH 5A =E NOT•-: THE REQUIREMENT5 OF THE GR.APEV'�NE 50!L EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF GUNSiRJGTION. Yf +t' LOT 1, - BLOCK 2 CROSSROADS OF DFW R■EXIDT. N` CAS N NO. CU95 -07 AND SP95 -07 NNN, NN T 5R BLOCK 1 THENG�tOSSROADS OF DFW GvFs -o7 eg all N III do a REV15ION5 No. Date 00 -5R!-1 FGR PrR^')' 3 -23 -,095 RE✓15Eii PER -"I ^" rC.m.. NT G �E' ✓ISEG��cR_ } m W F` G Q cc G } m 0 W Y V W x v c c v A Q u) LL m •I-- - - - - -- W d III Oi Z < LLI Z < 0 N J LOT 6, BLOCK 1 j u > 00 z A - - - -- CROSSROADS OF DFW II'. I z I' I _ LLI 1 m 01 SITE PLAN ! I'; o i10 20 __ -- - 5CALE : !' = 20' C2 -13 -;995 I I - - -- - --- - -— - -- 17 28 1' J __- - -- I 3 ©B I O7 I jy- Ii -✓ 1 � = ..J r' i I I (D . 6 wy 0 -- -- ___ 514 0 NB u T 1� _EG4_ CESCR'' ° -'.ON : CI" C= GRADE' ^E eLCC< ' _ °SRK VG 6C REGD. 65 P¢OVIDED ;9 I��I (y� I a U - w'ILD'NG CODE 9' -5C I u(}''° 1221 W 2,• r-• .'- .5= •"IE'NT PRC °ER -Y ZONE CC"""- j 1� L I IN{j ��U� _ANDS °'Nr . R_A GF 5TE E3.G- 18 1G i� iD" -. - G - ✓ - -x -PEP 0.:5 ARE.• IE­FG. • °AV,nG 33533 5F. ,e =. OF BITE. 18' -C' SI1 T-- r �f—= — - - -� -0 D00 "� 143.41' r I w I 51'. E 1RE� -- �- N32 56 -LuLD\ � 1 - rGEG ll) C)�� CCVERIGE 135D2°'C0'E 0.81 15 . Ill / o•_ ;� r O/ 19 '/ -' r 0� �S32D00'b6 "W 33.73' m pj .- _ ' A z 13 1 15 I� I r �� r� :/ i(� ( tiGJ 0 —� _ f„ ( 10. TILITY IEA5EMEN _ I �e0 W ,�!K`_ E, . v '-� /=`"ENT , / cb� RECEIVED ED Sft '0 p , iD I_P,NNING GH= S58D1256'UJ 4 9' '�• ti!' / NELU' -1' UJI GONG!?E I E 5 *�1��UU..Z` / �` �`. R.4'D'DG TO BE GON5"2uC"ED B`" DEN'N"'S CL.N 4 rc t7 �`. d -RENO•+ CN, 'I-b JOE 5'E NC..UG'.G C°EN E ✓CA 1471CNS '.1,-•O5E '^EN5 ON CAUSE T-E- -C BE CONS D'=RED - ENO«•E. B` C5H1 REG4RG: -E55 OF „_EVER =CR TuE INS'1 _I ^'-IC. OF uT'..1- EE. =C VD•'+- -IONS OR AN` OTHER S -E E_c E': .5 EO�1� .. C'R GRE••-ER -.-AN S.CC N DE °Ty -"EN -NE �CNTR C ''R 5•+u" �r. ==E =ORP." AN` TRENC -Nrl CN'«•15 SITE ��. .E WA5 -NE E 4 ED °SANS AND 5PECIr CAT "N5 FCR TRENC 5AFET1 v E` 5'= ON =GOING O 05.A REOUIREMENT5 5UC-• PLANS AND SP CIFlCA7 01 5--.L_ E= cR!5-4RED B- 4 REG157E!kED PROFESSIONAL ENGINEER EMPLOYED BY OR CCN'RAG EG B`" TuE CONTRACTOR AND 5.J4L„ BE CONSIDERED A PAR- OF TINE CCN-R C R'5 —EANS AND ME -SODS OP CON5T9IJG'ICN. THE PROJECT ARCHITECT AND RCJ= -- ENGINEER 455VI"E NO RE5PONeIBILITt =CR THE CONTRAC-CR'5 ,_E" 5 "NEI "= -•-GDS CF - TICS PPOJECT '5 C'=ERED FOR B HE B G 5 ...497 SONTA N A SEPARATE UN17 PRICE PAT 17E- FOR TRENCH 5A =E NOT•-: THE REQUIREMENT5 OF THE GR.APEV'�NE 50!L EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF GUNSiRJGTION. Yf +t' LOT 1, - BLOCK 2 CROSSROADS OF DFW R■EXIDT. N` CAS N NO. CU95 -07 AND SP95 -07 NNN, NN T 5R BLOCK 1 THENG�tOSSROADS OF DFW GvFs -o7 eg all N III do a REV15ION5 No. Date 00 -5R!-1 FGR PrR^')' 3 -23 -,095 RE✓15Eii PER -"I ^" rC.m.. NT G �E' ✓ISEG��cR_ } m W F` G Q cc G } m 0 W Y V W x v c c v A Shee! No. 4 r I ) 11 4 n h�h�i Q W Z Z < LLI Z < cc J Cl) > W zin CL a Shee! No. 4 r I ) 11 4 n h�h�i N �1 ;I II i I' II WILLIA D. TATE AVENUE I GENERAL NOTES I I 1 I _ it I,' v� III �x1 s-rl r.� c, �I �IAU Y.jm or I P4 UTIL -- �` R Er.,q,TRd6IIT,LITIES AND UN17'ER6R0UND FACILITIES INDICATED ON THESE PLANS - • - • - • I - - HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS - -- - - -- - - - -_ . -_ _ .. . - . .. _._ - _ __ _ -.. - . -_ . - -- • 1 - - • - OWNERS OF THE FACILITIE5, THE ENGINEER DOES NOT ACCEPT THE RE5PON51 I BILOY FOR THE U71L IT'r _OC.ATIONS SHOWN. IT SHALL BE THE RESPONSfBII. rr 25 LAN05CAPE BUFFER 91 i OF THE CONTRACTOR TO VERIFY [,011-, HORIZONIALL Y AND VERTICALLT THE AND 5ETBACK it LOCATION OF ALL F'K16TINO UTIL 171ES AND UNDER(3ROUND FAC•,LITIFS PRIOR TO C0N5TR.UCTION TO TAKE NE.(,FSSARY PRECAUTIONS IN ORDER TO PROTE( -T -- - - .. .. - _. ... ..- . _- .� -- -- -- -- • -- - ALL FA,,IL ITIFS ENCOUNTERED. AND TO NOTIFY THE ENGINEER PROMPTLY OF I f AL I- CONFLI(. TS OF THE WORK iJITH FNISTING FACILITIES. THE CONTRACTOR SHALL_ PRESERVE ANV PROTE(' T Al L E XISTING UTILITIE5 FROM DAMAGE CX1RIh6 - r I CON5IRULTION. ANY DAMAGE Br THE CONTRACTOR TO EX1571NO UTII ITIE`, f i SHALL BE REPAIPEP BY -II[ C.ONTRAC1nR AT HIS EXPEN5F. ' :_.OMPANI PHONE .. 1 � i f EXPLORER PETROLFWA (313' 521-3151 RICHARD ALLEN { 25' MUTUAL AGCE55 EA El T j DIAMOND 5HAMROCK I -800 "3'13'0531 I I f I I I PARAGON CABLE TEt E : IS ;ON 12141 254 -!500 6TE 1 800-344 53-71 i 1 TL) EL.EC.TRI,_. MIKF C?ARREN (517) A58 -25 -10 LONE CTAR (,,AC, CO. t _ LINE LOC.AT:014 (8,0) 423 -8481 1 7 - - --- REPRE5ENTAT:VE JO`,­ Hb_,r. MAN (A;U 28,0 -0,140 F� ' LA Z I P _ — -I. _ _ . A . - i _ r V IN 0 PROPERTY LINE u'IL1'Y EASEMENT Ex15T.OV..D EI-EC. z PROPOSED ELEC F Ex157 GAS - - - 6 -- PROPOSED GAS C� °� ' EX15T WATER - -•^ - -- W •--. ... -- PROPOSED WATER P4 Ex'5T SANITARY SEWER 71PROPOSED SANITARY SEWER ' GRADE CLEAN OUT 6G0 DUAL CLEAN OUT 1 DGO ! I GREASE TR.;P i� O. I� I' II + 10' UTILITY EASEMENT - LOT 5, BLOGK f GPO55ROAD5 OF DFW T.U. PRIMARY MEDI' - CONTACT TJJ. FOR SERVICE COORDINATRM, mec"lRIC CONTRACTOR RESPONSIBLE FOR ALL COST ASSOCIATED WITH BRIt*WN& POWER TO BULLDINB. • (2) 4' COI QUIT TO FUTURE LOTS N35D2CI'00'E _- • `�.�tT .`ti's_ . � t� r �j C- ,' I U' UTILITY PLAN ' -- i SCALE i I' • 20 02- 19-IMS ' ' v 4 y I x � dv ' ,e v�.9/ T )`' ;',� ,7',` �,T~: tryy i4gt•f r w 1 ' I .(: . I; I I. ALL WORK SHALL ME DONE IN ACCORDANCE WITH CITY OF GRAPEVINE STANDARD I I SPECIFICATIONS At D DRAWINGS. iI 2. ITS RECOMMENDIff THAT THE CONTRACTOR VISIT THE JOB 51TE PRIOR TO BIDDING. 3. THE LOCATION A♦N DEPTH OF ALL EXISTING UTILITIES ON THE PLANS ARE UNKNOWN I ( ■ AND ,OTHER UTILIII SNOT SHOWN MAY EXIST. 4. ITS THE RESPON$I ILITY OF THE CONTRACTOR TO NOTIFY THE UTILITY COMPANIES j ! AND TO VERIFY T EXISTING LOCATION AND DEPTH OF THE UTILITIES IN THE FIELD PRIOR TO ANY BTRUGTION. i ; � � ► 5. THE GONTRAGTOIF SHALL PROTECT ALL EXISTING PRIVATE AND PUBLIC FEATURES 2" WATER METER AND FROM DAMAGES. BAGK PLOW PREVENTER SfD(PM EST IC) b. THE CONTRACTOR SHALL MAINTAIN THE FLOW OF TRAFFIC AT ALL TIMES AND j F- -'- -^------ f" rRR► QAT I oN tv1 E j E it PROVIDE ACCESS O ALL DRIVES. A BARRICADE AND DETOUR PLAN TO BE SUBMITTED j TO THE CITY ENGIN R FOR APPROVAL PRIOR TO START OF CONSTRUCTION. X�. N:52 2WO�r 120,00'_ - ' -- 1. 6HEETING, SLIORING BRACING, THE CONTRACTOR WILL ABIDE BY ALL APPLICABLE ! -I FEDERAL, STATE, LOCAL LAWS GOVERNING EXCAVATION. TRENCHES, SIDE SLOPES. 10' UTILITY EASEMENT SHALL MEET OC P TION SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. j THE CONTRACT C °�L SUBMIT DETAILS TRENCH SAFETY PLAN TO THE CITY SHOWING i ! * . _ ..__ ...... __ __ . ___ . - • -- • - • — - — • HOW TO ACCOM I TRENCHING, SHEETING, SHORING. AND BRACING IN ORDER TO MEET MEET (OSHA) TRENCHING SAFETY STANDARDS. THESE PLANS WILL BE SEALED BY AN ' ENGINEER REGISTERED BY THE STATE OF TEXAS. RE 05ION5 PLAN OF: Denny's Restaurant j II I I I I II CASE #: CUS"7 No. Dace yy I LOCATION: Lots 5R & 6, Block 1 CrossRoads i w• of DFW q- �115WED wIe f MAYOR SECRETARY ' DATE: PLANNING AND Z04NG COMMISSION I OFF GONG X VVA GA5 IP014 LID_ Jj r CHAIRMAN I DATE: ! 1 ! 1 SIT SHEET 3 OF 9 !{ m - m APPROVAL DOES NOT AbTHORIZE ANY I WORK IN CONFLICT WITH ANY CODES OR I Uj z Y I-- Lp ORDINANCES. Z 1.t -_ - -- BOSTON GI--Iit'KFN ESTAURAN � I (-{ ; UI- - [/�.I{T' �R DEPT. OF DEVELOPMEN SERVICES ;_ j I 0 U L ]ci _ — i U, 1 y� rn I - -- 1 i s_ tT I j I I_ 1 I: n ;i ; y -t6.ti5 5wr OFF 101 jl A. ET PCO �f I T.U. PAD MD L -° T - 0 r - TRAN9 4NDIM IN Ir/206 'JO m - r� .L Z Q _ i O y(t GAS ►ETER FOR j (7n GOftC.TED LOAD POWER SERVICE LOW PRESSURE 0 S LI BY / i LONE 5 AR d�S z A�ypT PER ' �.� '�� (x(71•• F `� N� 08 c COkv1N E CONCR� • �. ��` Hr _ C 40 � �. TR,q 1 . VL txleTiib,t+N. STA. yr t OR�Cl"ly 5 + RIM 9 e40 `l J,�+ItpyR .ESA • � i �`.:a '`, •� '�, f'" }.ji+I .. r. i A C 1Y ( i •. �.y•�i(R�riy��. ..v liY..' ,+T'�a'J�j�„ { �'r S+I w ; If Qn t ' t � uJ z i F j I it w 1 Ij { I I I I I j X w { z ' I Z d Wz l a IN 0 > 50-4 W z a Cn a e Sheet No. 4S 07Z 7 1 1 I L I ' I I. it I IE II C4) >TAF*j VICINITY MAP I I is ii II I lit =R0=ER7*I• L114E r,1.51 PLONTOURS a Ir PROP CON_O�Qs . jE.<'5� T;C E�.E/ =ROP "r- ELEV + E,<19T CONC. GARS ti �ROP.CCNC CURB �11 It, V> ;0' LIT Vy" EA,;ENIEN, k4q�_ PROP. S!DEW"LK a DRAINAGE rLOLL Q 5-,_T PENCE I25'LAN[)5r_APE PAM4-k AND SETBACK Tc. 644.2 (NORT" A EAST PL OKJL� 5 11 1 zi - V m REVISION$ __61 C, mr WATER 12. w Date I 5AN'TAR'r SEWER 56- NJ + PLAN OF: Denny's Restaurant 25- MUTUAL A(SCE EA _1E ►CASE #: CU95-07 ✓ LOCATION: Lots 5R & 6. Block 1 5. Pvc, uweit CrossRoads DFW L 646.6 + + i Q MAYOR SECRETARY __4 DATE: MISSION TC, 41.0 PLANNING AND ZONING COM Q- in + lee Ip + + fps it — a CHAIRMAN WE: m -1-1 Al IF�_,' 4N E3,0 C R F dig z OF z f z SHEET. 4 9 10 UTILITY EA APPROVAL DOES NOT AUTHORIZE ANY AD7 H ANY CODES OR J -NANCES. WORK IN COVFLICT WITH SEE SECTION 'A' T ORDINANCES. DETAILS SMEE 46 jo! 0 1 DEPT. OF DEVELOPMENT fS LOPMENT SERVIC 4 LOT 5, BLOCK DEW 6RO55ROAD5 OF • - P� 4, + >+ + 4 Ir wv Z 4X. _F + FL <F L 645,S) + �-p + ir. "All T llms It + 25'-0' 14it)tE I-WVAL ACZE56 EASEMENT N 644j0 TG 645.2 a TG 645.1 ;rZi 061 2V00 143.41' + + + + + .rPoPERrT LINE + N35029, "E A 101-00 U LITT' E E 5E M I m % N4 i ir 12 - -0 A(�F mu 5 EA EXIST ONPETE S120003b"14 -33-*12' .7P A!, L + _75 I . 1�. /7 ��/ A I I I Ire, V3 a 0 5 RECENrLD 6 642q, ITY EA5Et- 4), I IV )c 10 h At, I -4 I 6ri 1` . 1 1! + + t . A.&A PE + Uj vigj""I Ni's 54605q, V V) 644-0 Ld. Owl �A - *,'&--,-- . 1 1. �� I 4", 31 N 1., ­15'-0" CoAt "J.0 I -0 86 Copvs -p �_ a. 5w W 7 4,t SIOJ!E�L.,k� ol� J/ :z Cal --- --- C. C) 0 m" UJ Uj! RAC ror Sheet No. 2400 K Pcrk Row OE A f LOT 1, [3LOCJ:1, 2- TX. '16615 ph, (&rl)- 214-66" fx. (6191) 276-1500 1 R 0 A P 5 0 F D F 1,­4 C-1 Job NMld%47 0 fir I of , , I ,s 1 ! i, I r. .�r VICINITY HAP 0 3 f Y4 • r WILLIAM p. TATE AVENUE +a r5 r' +`15 g + VIP- r9 t J r� L�`• t` °rt 49 r� J a 1 z.\Itg 1 s rd *v . 1 PLAN OF: Dem's Restaurant CASE #: CU95 -07 LOCATION: Lots 5R & 6, Block 1, CrossRoads of DFW MAYOR ECR ARA( \ DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 5 OF 9 LDEPT, DOES NOT AUTHORIZE ANY ONFLICT WITH ANY CODES NCES. EVELOPMENT SERVICES , i r.1 u REVI.954i No. Date s + '4�+ + * 605TON CHICKEN RESTAURANT I p v • ' ti LOT 4R +s +' + +t + I s r I rah LOT 5, BLOCK I GRO55ROAD5 OF 'DFW . , + #1 + + +s +a i Ago { + 1 + +s + +4J i ! s� s j I +� Y i. sy — +p + +' s -I+-` 1 \ LA • �� �.:a - '` � � N32D00'56'E IA3.4�+ ^„� r L + L ff _L _ �. �, . • STS J +t J + + �' rn D � �4'OD1iE' r 7J a irp s 2000'56" W 33.13' 7 16 t� awe o}[ IZ lia W( -,, � N � cr) + a Q • . +s / Q W z z us imp :,F.. ♦!!fit . _ + 1 ,Y• .... „ / 1•• z �// L •y �� , JY ,.., cc �� ` , FriaS /Hulsey Engineers 2MOd W. Park f2or+ 'E• b Art , TX. 76010 . J 2V-1300 Q L T 0 P O. S . U . (� ........... y .. LOT I, OLGIC K 2 ph, (611) 214 - �x. �srr� GR055ROAD5 OF DFW � ' Z sGM E , r . 10 os-m- _ Job C1500 . cs. '14011,375 nom 4 i 1 1 iI, I: r ♦ i! l it , I: it li i �I , ,I i. I' I i� 1 ! i, I r. .�r VICINITY HAP 0 3 f Y4 • r WILLIAM p. TATE AVENUE +a r5 r' +`15 g + VIP- r9 t J r� L�`• t` °rt 49 r� J a 1 z.\Itg 1 s rd *v . 1 PLAN OF: Dem's Restaurant CASE #: CU95 -07 LOCATION: Lots 5R & 6, Block 1, CrossRoads of DFW MAYOR ECR ARA( \ DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 5 OF 9 LDEPT, DOES NOT AUTHORIZE ANY ONFLICT WITH ANY CODES NCES. EVELOPMENT SERVICES , i r.1 u REVI.954i No. Date s + '4�+ + * 605TON CHICKEN RESTAURANT I p v • ' ti LOT 4R +s +' + +t + I s r I rah LOT 5, BLOCK I GRO55ROAD5 OF 'DFW . , + #1 + + +s +a i Ago { + 1 + +s + +4J i ! s� s j I +� Y i. sy — +p + +' s -I+-` 1 \ LA • �� �.:a - '` � � N32D00'56'E IA3.4�+ ^„� r L + L ff _L _ �. �, . • STS J +t J + + �' rn D � �4'OD1iE' r 7J a irp s 2000'56" W 33.13' 7 16 t� awe o}[ IZ lia W( -,, � N � cr) + a Q • . +s / Q W z z us imp :,F.. ♦!!fit . _ + 1 ,Y• .... „ / 1•• z �// L •y �� , JY ,.., cc �� ` , FriaS /Hulsey Engineers 2MOd W. Park f2or+ 'E• b Art , TX. 76010 . J 2V-1300 Q L T 0 P O. S . U . (� ........... y .. LOT I, OLGIC K 2 ph, (611) 214 - �x. �srr� GR055ROAD5 OF DFW � ' Z sGM E , r . 10 os-m- _ Job C1500 . cs. '14011,375 nom 4 i 1 i 1 ' 1 . I ( 1 • I ( i -t 1 t t 1 � 1 t 1 4W 1 1 1 i 1 4 R, - 0) 1 1 1 lu c t r rIL 11 Ft, r51 r� F I V ( , GUi9�l,� i QI�C t I� r. c 0) lu z LU mom V o w� 0 1 \ ti\ \ 1` \ f t 1/ o� F .l�1 • � 0. ' 1 1 t { _; n " 1 , .a i t �1 - I 1 ,t 1 i �IY I' yll2 1 I t I + f IIN�► t gES,zJ`oau a • � AI ��� t -- �iMl, i G,� I" rioIJ��Erz tl� t t i i ,111 , 4i (��111JJJ ROPERT L; EL <7 �. . •:, T w cc z w C.1 z . 0" 0 Cej ,1 Iv , a . ZV �� 1 I 1 � r i 1 1 1 { 1 � � t f" i A 'Iz ♦- f R � All • .. NI IN In qq_ Y . t 1y 1 PLAN OF: Denny's Restaurant CASE #: CU95 -07 LOCATION: Lots 5R & 6, Block 1, CrossRoads i t of DFW _ MAYOR CRETA LL DATE: f �j Q : ' PLANNING AND ZONING COMMISSIO U 11 CHAIRMAN Ar ^ 4 DATE: ` SHEET 7 OF 9 • — r�fWj�j����t APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR I ORDINANCES. J t DEPT. OF DEVELOPMENT SERVICES .. r CIO IIZ r V -- 1 1. -7 Of 9 - �U�S-o7 7767 I � ' � i I t i t I I 1 w I /.1 I (��111JJJ ROPERT L; EL <7 �. . •:, T w cc z w C.1 z . 0" 0 Cej ,1 Iv , a . ZV �� 1 I 1 � r i 1 1 1 { 1 � � t f" i A 'Iz ♦- f R � All • .. NI IN In qq_ Y . t 1y 1 PLAN OF: Denny's Restaurant CASE #: CU95 -07 LOCATION: Lots 5R & 6, Block 1, CrossRoads i t of DFW _ MAYOR CRETA LL DATE: f �j Q : ' PLANNING AND ZONING COMMISSIO U 11 CHAIRMAN Ar ^ 4 DATE: ` SHEET 7 OF 9 • — r�fWj�j����t APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR I ORDINANCES. J t DEPT. OF DEVELOPMENT SERVICES .. r CIO IIZ r V -- 1 1. -7 Of 9 - �U�S-o7 7767 I � ' 0 h w< K 9 i Y 5' -L' 1/4' REAR ELEVATION T.O. DBL. PL. It ,I I 11 T.O. DSL. PL. r S.O. FRAMING - - -- — — - - ' 100 O .o T.O. SUCKI-I - - - - -- - - - -- .n 7 0 BLDG. m FRONT ELEVATION t' 6 SIGN SY OTHERS I01 101 3/4' STUCCO It I, I CLEAR INSULATED GLASS 24 GA. G.I. CAP FLASHING STANDING SEAM - - I — - METAL ROOF P INSUL. GLAZING E - - - 3/4' STUCCO -4 SEAM )OF PLAN OF: 138 Y's Restaurant CASE #: CU9 -07 1 �4 99 11 99 LOCATION: Lo 5R & 6, Block 1 MAYOR ECRET Y DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 8 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK.IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES __ -- - WOOD FASCIA 1' X 4' STUCCO ACCENT B1 RECEIVED 10 1/4" =1' -4„ Clvis -o7 O r x REVISIONS No. Date Y m m uJ J D J log Lu y� Y� 03 Q i Lu � � I - -- A, 0 0 100 (- 3/4' STUCCO -->' I 101 STUCCO CONTROL JOINTS ! CLEAR INSULATED GLASS I I 101 U) o 101 J X W REAR ELEVATION T.O. DBL. PL. It ,I I 11 T.O. DSL. PL. r S.O. FRAMING - - -- — — - - ' 100 O .o T.O. SUCKI-I - - - - -- - - - -- .n 7 0 BLDG. m FRONT ELEVATION t' 6 SIGN SY OTHERS I01 101 3/4' STUCCO It I, I CLEAR INSULATED GLASS 24 GA. G.I. CAP FLASHING STANDING SEAM - - I — - METAL ROOF P INSUL. GLAZING E - - - 3/4' STUCCO -4 SEAM )OF PLAN OF: 138 Y's Restaurant CASE #: CU9 -07 1 �4 99 11 99 LOCATION: Lo 5R & 6, Block 1 MAYOR ECRET Y DATE: PLANNING AND ZONING COMMISSION CHAIRMAN DATE: SHEET 8 OF 9 APPROVAL DOES NOT AUTHORIZE ANY WORK.IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES __ -- - WOOD FASCIA 1' X 4' STUCCO ACCENT B1 RECEIVED 10 1/4" =1' -4„ Clvis -o7 O r x REVISIONS No. Date Y m m uJ J D J log Lu y� Y� 03 Q i Lu � � U 0 0 a U) W J X W W � H Cc Z a W Ix z CO> > LU 5-4 W zM a x i i wW LU G at 0 Sheet No. A -2A 6 OF 9 1/4„_11 -0„ ss =0 fv:� s